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HomeMy WebLinkAboutPOUDRE TRAIL NORTH POUDRE IRRIGATION COMPANY CROSSING TRAIL EASEMENT LAND SURVEY PLAT H-047 - Filed LSP-LAND SURVEY PLATS - 2010-03-0992859 POUDRE TRAIL NORTH POUDRE N SCALE I" = 100' CITY OF FORT COLLINS , COLORADO PARKS & RECREATION DEPARTMENT PLANNING & OPEN SPACE DIVISION 413 SOUTH BRYAN ST o FORT COLLINS, COLORADO B0521 4882.7 { 4884.5 PARKS FWD RECREATWN IRRIGATION COMPANY CROSSING 7-7/V, A68W 77N, R68W SECT/oN Zo SECT/ON 2/ DATE lv/6/ DRAWN BY DES BY C L, CHECKED _ REVISIONS �4880� TITLE INDEX TITLE SHEET I PLAN 8\ PROFILE 2 DETAILS 3-4 RECOMMENCED RECOMMEND D RE OMMENDED APPROVED ) AP ROVED APPROVED APPROVED APPROVED APPROVED J 0 i SHEET I OF 4 92853 14- 47 92853 POUDRE TRAIL G In 701, �o V CITY BOUNDARY, CITY WASTE TREATMENT PLANT NO. 2 u�iou A , I a •� f I id � N. • r "I LOCATION MAP 1 PROJECT LOCATION POUDRE RIVER CITY OF FORT COLLINS, COLORADO PARKS & RECREATION DEPARTMENT PLANNING & OPEN SPACE DIVISION 413 SOUTH BRYAN ST a FORT COLLINS, COLORADO B0521 NORTH POUDRE DITCH CROSSING PARKS AND RECREATM DATE /z/d7 DRAWN BY DES BY c.4. CHECKED — REVISIONS co~;r^ .r TITLE SHEET I OF 6 92853 14 - 47 92853 t' 2 �� AYG , Q /N• FgcE Evx'v4y SPAcLA WAAPNet W/ X clt, /7 (sRA✓EL /N SuRLAP, EL. 498/ CANAL SAckru& W/TI EY/JT/Nd /HATER/AL EL . O/VCRE TE PEGOND/T/ON /2' W/DE 9195E TO 90 i6 oJ=' STA/VOJIRO 'RocroR 0ENSt7Y, AST/Y) 0 6PO-71 ,I've WALL rLiL : "S A19Rs °C-C SN/n! As rv/N wrvtl, �S/TIi BACK F/LL JnevTLR//oz �JHJaAcr TO 95 0/0 OF 'A/✓OARD PROCTOR DENJ/TY, 'TM D C 9 B-78 14.TER '"Rowc't 091RAr/ /40N .' EOaAt AS ect/Lr 4876.5 EL. LL. v !N !'LA« / "i TJ/VVT //f3G, cpM PACT TO 95% OF STANDARD PXocTOR 0ENJ)T5-, /9sTm D S98 -76 SECT/O/V "Q -,q /ai21 CITY OF FORT COLLINS, COLORADO PARKS & RECREATION DEPARTMENT PLANNING & OPEN SPACE DIVISION 413 SOUTH BRYAN ST FORT COLLINS, COLORADO B0521 WEST ABUTMENT BEVEL Ad -A. E XPOSEO EDaZ5 EXCEPT TJN/S EOBE / EXPgNS/ON JOINT SECT/ON B-8 /O" VER"" w/TII BRI06A MdR, 'S SAMS I t 24 "c-c , LJ S, n'e 8$ 4ARJ EAST QAo WEST ABUT.�IANTS DOWELS PROVIDE 31-4y TO / w NoLES /N 6X/5T/N6 CONcRFTE. DRILL JONo aRo"r its 8J9Rs, 4 /4T Ej>ugL SP/9a/N6• 6aM/N/M4)» JNTO EX/ST/NS Co^,CRETL " B awe 7aTRL 'T TL Poc DATE y/e DRAWN BY DES BY C., CHECKED_ NOTES: /, J.'! /N/mgg7 -3 '• cotiAR oJrr FLL sT'EAL A6'JA/,wr ENRT)/. Z. Concre �e 2B OAy co/H PR lrs/vG -STR AJYd'TN of 9, Soo At/, 6 C,9d )I� /k / TYPA I CLIP+LNT AIR ENTRg/N /NGi', 3. RE/NFORG/N6 5'TECL : CR/9D$ 60 Y Con TRgcroR RRTIONlJQt6 FOR NLL D.E 1,..ATiR/N6' J /AJC/OlNTAL TO "E%c'WAnav PJq /Tsm, S, Con r¢ncroA RESPo vs/aLE -vie lc r/cJrY L/N/F li tRJ r'/cgT/ONS, 6. CONrRgcTOR RESPOA's/BLa FOR vA/R/FY1Aldr ABllr/nAJvr D1�vowwidNl ". r# .PR/oeX /17AN4 FACT3R• 7. VO/O3 oR JRRL6uL gR /TIEJ /N 6XPOJ6D Co/vcRETE S,Y.oll aE REPWa4F.0 TO PRES£Jvr A SA"oory JT/NIdNd L7 S4RFncE, REVISIONS TITLE EAST ABUTMENT CONCRETE f/LTER FABR/C, /19/RAFT / 9oN CJQ EC)IIAL ' �4v 1110 W/NB WALL — S r M.: OPS eAOS /2 MC-c SA/HE As . 'q/N c ALL ONSJrE BgeKFiel ,ngTLR/AL CoJr/Pgcr To 96% OF SrvNOMJQO PA0070JQ .OLNSJTY, J9sTJr, O 6fd-78 AS $u/Lr 4874f:5 EL.I EL. EL . 196.8 t E[Ev, 86.0 #S BARS /2 "C-C It. 79.o I 3/ x/ Yt I L I S BARS KLy r /2 C-L O" D'-O' L a'-o" a ¢' 2 gje Pvc , Z /N FAc E�GVENIY SPAIED c✓ElPNOLES w/ 1 ca.FT GRfJYAL /N BLIJPLAP AL. 488/ s CANAL /19 01" wI7N `X/Lr/M6 MA7LR/AL 6 " /A. PL AC,¢ , A y= " Af/NI/S BASE CO/HPAc r TO 9.S% of S T/9NOJ9Rp PROCroR 'O EAwry, ,957/1 D 698 - 78 POu DRE TRAIL BOXELDER DITCH CROS5//v6 DETR/L5 SECT/O/V C-C LOOK/LJC 50"7'N SHEET 3 OF 6 JN - 47 92853 hl - 47 83853 N 24 wgr1:R, L//VE ± 6" LINE 1 y /O" V0,01" Lw,rN BR/ora n,61C VARiq,BLF _ EL. ITS swRs CANiI L. %ONITRu cTlON PTO/Nr 2"0 P✓C /'/FACE, 3Y7"x/7Sr Cl/E/VLV SPACED WAMPNOLEr w/1 clt. Pr aqv sL. /N *5 8ARS, /i NC-C B/IRL,rP, EL. 7q,0 t \ 05 "ARsf /i'c-c FILTER C'RBRIC IMMAF/ /40N OR EouAc BACKP/tt / W/TN tr/s".va O°/VT<R/At F-X15TINO WALL WEST ABUTMENT x • WINO WALLY A � es ?RRs, / 2 pc- c EACH O/REcnoN N � u i �,1S B/gRs Z,,r C - c I n's W c-c I #S BAIec /Z A C-c N EAGN b 01REG7r01/ GONTiNui WgTxR� 2'/NTO L/NF FgcE /ggfE `O 6, BAss /N pi. gcf7 / iAm/N/cr N I TO %r% o/ s rAA,IOARO PROCTOR oxwrY, AtrAM 0 d7a-78 SECTION A -A 4LOOM/N6 socary SGRLE I'rr 21 DOW EL..s' PROr/10E V4yro /4' NOLEl /N EwtTiNd co/vcA"A' DRILL /VNG 9'40cu•T 'VS A4Rl2 -0 a 44c4/9L SPAc.,me. 4, u,ry /NTo 6 R/s7/A/6 COA/CAIKM r e TOTAL 4 /OYOLY ,8,0, /O//rG 09dWi T To LXarTivd coo oAds7E /qt POta/¢ Fclrz /vEw cdvc,¢Er6 , 4E/167-11 48 -O" O/JTiONcE 45- I ~ AT 4 NAL CONCRETE COAI C PS !S/aRs C-c EAcN CONTgfC,OR O�,T /N Z ROL.S /9S .®Cc/LT �A7rt/T! QRc&'ra& MOrAm91, a coopr/Acrao rO ?4r% o/ sTA~oopg.O PROCTOR A/O TE 5 `N GtAir/)y, A>ITm 0 6fb78 � n /. M/N/mu/n 7 c o l/ER ON qGl STEEL A6A/NST EARTH 2. CONCRETi % 78 OAjv CO /r/ARlss/vE STREN6TN of 3, Soo Psj , 6 ,EA6' /'n/x , TYPES CEmLNT , fWR ENT/?F,1/ANNd �• REINFORCING 5-7EEt ; 6'R/490F 60 4, CON7'A^C7'0R RL SPONTlttLE PbX ALL AE'L.r/97-dRI)vC� /A'C/DENTAL 7O4EXCgvAriONuPAY 17rM. 5, CO/VTRACTO/? RESPONs/dt L` FOR UTILITY L/NB 1iER/FICA770N. 6. COA/7RACTo/? RESPon/s/.61E FoR ✓ER/FY//✓!i ABLtT/r16NT O'//7+EAAT/O/V1 LtiITiV SA)Pdi• AMMA. 09070R. 7 vo/As OR /RRE6'LtL/9R /TJdS /�v f)/PArAFO CONCRETE SNAtt .0,E RPP/wjazo TO PRESENT A no7oo7N ^1^,Ar 'cv rze Qw>wk, 8. L/vP LENNrN ON M4L S-PtICEK S1411*" PE /1T/N//f7L(M 2' CITY OF FORT COLLINS, COLORADO PARKS & RECREATION DEPARTMENT PLANNING & OPEN SPACE DIVISION 413 SOUTH BRYAN ST o FORT COLLINS, COLORADO 60521 PARKS MVD RECRFAnON DATE _10/5 DRAWN BY DES BY C. CHECKED _ L. EXISTING WALL ,a.m. EL. 65.0 \ \ \ \ \ \ \ e I CONTRACTOR PO"AED ENO WALL LINITN WRONG SLOP$ . A3 BILILT /o" vER/FY w/rH $R/D6E /1»GR. SECTION C-C LoolclNs sour' REVISIONS TITLE 1 C o"16r 8. I 7'- 0" I PLACE SRoK64/ COA/CRETE R/ACCES //v TN/,r /W Eq, /A/CAOEMMY- rO EAl7A-9A/t W&A, ' "PAY /TErn EAST ABUTMENT 'TS BARS /ivC-C e 0 AWINd WALL' ONr—GE7 \, R,9c&A/L4L mAmsR/gL CC7"7PAcTtO TO 9SX OP- ST''ON,0/940 PROCTOR DE/w'Iri', A-r7^1 o 6fa-7a s15 Bs/Rs /2 "C-C E QcN *57 BARS, /7 ~C-C D/REGT/ONE CONT/AY(( �.y EFCN O/RECT/ON M/N. i /NTo .�//ONT A'MO Bgr,t. a C 0 4/TR'9CMR Plcr /N 2 ROWJ EL. 85.0 Irr u CONSTRUc71ON ,TOiNT, 3'2Y 11f # S BARS /Z C - G B/J,QS, /Z�C-G 'qJ BU/LT r S,QA 7T, 6. AP^r& /A/ Al gcA, / 5e, /�►,inrr AiRr. - O CO/.w►07c7 To 9S X oP TTi9N0/9R0 PRocrOV DLA4ri7S, AVYA7 O 6 f8-7s N SECT/ON 8-8 LooK/Nc SOurV POuo/pE NOR Th/ POU ARE Zi/TC /'/ CROSS //VS /DE TA/L S 4 Fo: 24 43Q8 CANAL NOR/ Z20NTAL TN/ cKNES-r FgcE/ E vE/vtY SPACEp wEEPNOLFS W11 C4. F7. 6%0q.-9vE4 //✓ $L(RL/gP. EL. 79.0 FILTER F.9BR/t , M/R.9FI /40N OR ,\ EL. 76.9t r 'B/9CKF/LL lv/TN �X/ST/Nd M.g7ig/qL SHEET 5 OF 6 92858 No Scale NO SCALE NON -IRRIGATED DROUGHT -TOLERANT TURF MIX: 1' Minus Chamber Exposed Edges Prefab Bridge * Verify Dimension With Bridge Manufacturer BRIDGE CONNECTION DETAIL IR Bearing Plate By Bridge Manufacturer. Provide 7/8" x 2" Slotted Holes With 1" Drypack Grout. 2, 3/4" x 1' - 6" Steel Rods, Galvanized VIEW LOOKING AT EDGE OF ABUTMENT CITY OF FT. COLLINS PARKS AND RECREATION DEPT. DRAWING * CONTRACTOR TO VERIFY WITH BRIDGE MANUFACTOR. TRAIL BRIUGE END TRUSS DETAIL CITY OF FT. COLLINS PARKS AND RECREATION DEPT. DRAWING 1' - 0" Minimum Provide 7/8" Hole Bridge Deck For Cable At All Bridge Corners. Loop 3/4" Galvanized Cable Thru 3/4" Eyebolt & Bridge Plate. Provide Three Cable Clamps. o• II II J F- 2, 3/4" Rods ( E Y6� • II II C- II II ) � L I I C�11 o `[�r c i U 3/4" Eyebolt With 02 112" x 4" x 4" With Double Nut. Line Up Bolt Minimum 4 1/2" From Face Of Abutment. (Note: Bolt Is Below Bridge Hidden From View.) NOTE: Provide one tie -down per bridge AS SHOWN ON PLAN DRAWING. 1 VIEW LOOKING AT ABUTMENT FACE CITY OF FT. COLLINS BRIDGE TIE -DOWN DETAIL PARKS AND RECREATION DEPT. DRAWING /O �- 0" 319 x 2 '/L CARR/,4GC BO<T N 30" - I I _\N ,ate I R r4 a 2 M I I 2 n /O rRE,9rE0 CVO. 1 5. Y. P. Q' I/•¢ x 2 StcF TfiPPING S�REw _ II m y„ 4 2-7 2-7 2-5 2-7 4 4 " 101- 2" CITY OF FT. COLLINS TRAIL BRIDGE PARKS AND RECREATION DEPT. FRAME DETAIL STANDARD DRAWING CITY OF FORT COLLINS, COLORADO PARKS & RECREATION DEPARTMENT PLANNING & OPEN SRACE DIVISION 413 SOUTH BRYAN ST o FORT COLLINS, COLORADO B0521 PARKS AND RECREATION F COMMON NAME LBS/ACRE %PURITY' %GERMINATION 1. Fairway Crested Wheat 12.0 (10%) 98.0 87 2. Mustang Tall Fescue 10.0 (8%) 93.3 87 3. Lincoln Smooth Brome 32.0 (25%) 96.5 88 4. Streambank Wheatgrass 32.0 (25%) 99.5 94 5. Western Wheatgrass 25.0 (20%) 93.3 85 6. Wildflowers 14.0 (11%) 85.3 90 alfalfa (3%) aster (2%) clover (2%) crownvetch (2%) blue Flax (2%) Lupines (2%) 125 lbs/acre total application MULCHING MATERIAL: ONE TON PER ACRE OF HYDRAULICALLY APPLIED NATIVE GRASS HAY MULCH CONTAINING A NON -TOXIC, ORGANIC TACKIFIER. TACKIFIER FOR HYDRAULIC MULCH TO BE INCLUDED IN THE COST OF THE WORK. COMMERICAL FERTILIZER (13-16-24) %AVAILABLE %LBS/ACRE NITROGEN 13 65 PHOSPHORUS 16 80 POTASSIUM 24 120 CAME r/.,. P.o. Box / 2 / FORT RAvivs, AtA9gm,w 7S Pa7 (205) B*S -SIC/0 C ONTiNEANTAI Ro u.T6 S � ffo x 178 ,ALEkANax1A. /Y/iNN6r0TA S68oa (6/z) 652 -7doo DATE /z/t DRAWN BY, DES BY C.L CHECKED — REVISIONS TITLE ESTIMATE OF QUANTITIES BOXELDER NORTH POUDRE ITEM DITCH DITCH TOTAL Clearing and Grubbing 0.15 Acre 0.05 Acre 0.20 Acre Individual Tree Removal, 36" 1 0 1 Individual Tree & Stump Removal, 4" 1 0 1 Excavation (Unclassified) (Includes Dewatering) b5 c.y. 75 c.y. 140 c.y. Embankment, in Place (Includes structural backfill) 420 c.y. 150 c.y. 570 c.y. Reconditioning Subgrade 1,700 ff? 1,140 ft ? 2,840 ft ? Aggregate Base, in Place (Trail and Footings) 43 c.y. 30 c.y. 73 c.y. Topsoil (Removal, Stockpile, and Replacement) 80 c.y. 40 c.y. 120 c.y. CONCRETE: Trail, 6" Thick 2,390 ft? 1,590 ft? 3,980 ft? Bridge Abultments 28 c.y. 37 c.y. 65 c.y. Reinforcing Steel 3,500 lbs. 4,280 lbs. 7,780 lbs. Filter Cloth 480 ft 2 530 ft 2 1 I'll 2 Bridge Seeding with Mulch and Fertilizer 27'-0" 0.15 Acre 48'-0" 0.05 Acre , 0 ft. 75'-0" 0.20 Acre TEJT/Nd C000i7M0gCT0RJ RBJPOn�S'i,6i<fTY f40T B�9cK/rit< /itc.� /06646C,V7A ,TAJt t CONCIlBTE• T YP/EAL5 SHEET 6 OF 6 1-1-4--2